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The Marine Geotechnical Consortium (1985): (Table 11) Consolidation properties at DSDP Hole 86-576A sediments using CIU triaxial test [dataset]. PANGAEA, https://doi.org/10.1594/PANGAEA.803104, In supplement to: The Marine Geotechnical Consortium (1985): Geotechnical properties of Northwest Pacific pelagic clays: Deep Sea Drilling Project Leg 86, Hole 576A. In: Heath GR; Burckle LH; et al. (eds.), Initial Reports of the Deep Sea Drilling Project, Washington (U.S. Govt. Printing Office), 86, 723-758, https://doi.org/10.2973/dsdp.proc.86.134.1985

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Project(s):
Deep Sea Drilling Project (DSDP)
Coverage:
Latitude: 32.356300 * Longitude: 164.275300
Date/Time Start: 1982-05-16T00:00:00 * Date/Time End: 1982-05-16T00:00:00
Minimum Elevation: -6217.0 m * Maximum Elevation: -6217.0 m
Event(s):
86-576A * Latitude: 32.356300 * Longitude: 164.275300 * Date/Time: 1982-05-16T00:00:00 * Elevation: -6217.0 m * Penetration: 65.7 m * Recovery: 66.2 m * Location: North Pacific * Campaign: Leg86 * Basis: Glomar Challenger * Method/Device: Drilling/drill rig (DRILL) * Comment: 7 cores; 65.7 m cored; 0 m drilled; 100.8 % recovery
Parameter(s):
#NameShort NameUnitPrincipal InvestigatorMethod/DeviceComment
1 Sample code/labelSample labelThe Marine Geotechnical ConsortiumDSDP/ODP/IODP sample designation
2 CommentCommentThe Marine Geotechnical Consortium
3 IdentificationIDThe Marine Geotechnical ConsortiumTest series number
4 NumberNoThe Marine Geotechnical ConsortiumTest
5 Overburden pressureOverb presskPaThe Marine Geotechnical Consortium
6 Cell pressureSigmaCellkPaThe Marine Geotechnical ConsortiumAt failure
7 ParameterParameterarbitrary unitsThe Marine Geotechnical ConsortiumMultiple of overburden
8 Water content, wet massWater wm%The Marine Geotechnical ConsortiumInitial; assuming 35 ppm dissolved salt in pore fluid
9 Water content, wet massWater wm%The Marine Geotechnical ConsortiumAt failure
10 Overburden pressureOverb presskPaThe Marine Geotechnical ConsortiumIn situ effective stress
11 Pressure, stressPMPaThe Marine Geotechnical ConsortiumDeviation stress at failure
12 Effective stressSigmakPaThe Marine Geotechnical ConsortiumAt failure
13 Pore pressureu2kPaThe Marine Geotechnical ConsortiumAt failure
14 Pore pressure parameterBqThe Marine Geotechnical ConsortiumCoefficient at failure
15 RatioRatioThe Marine Geotechnical ConsortiumUndrained shear strength/effective overburden stress
License:
Creative Commons Attribution 3.0 Unported (CC-BY-3.0)
Size:
119 data points

Data

Download dataset as tab-delimited text — use the following character encoding:

1 
Sample label		2 
Comment		3 
ID
(Test series number)		4 
No
(Test)		5 
Overb press [kPa]		6 
SigmaCell [kPa]
(At failure)		7 
Parameter [arbitrary units]
(Multiple of overburden)		8 
Water wm [%]
(Initial; assuming 35 ppm diss...)		9 
Water wm [%]
(At failure)		10 
Overb press [kPa]
(In situ effective stress)		11 
P [MPa]
(Deviation stress at failure)		12 
Sigma [kPa]
(At failure)		13 
u2 [kPa]
(At failure)		14 
Bq
(Coefficient at failure)		15 
Ratio
(Undrained shear strength/effe...)
86-576A-4-2phi prim=23 deg C=17.6 kPa11143671.5146118.01490.06512110.40.080.44
86-576A-4-2phi prim=23 deg C=17.6 kPa223001443.2144103.03050.11323226.70.120.37
86-576A-4-2phi prim=23 deg C=17.6 kPa334982495.314493.04950.17338441.50.120.35
86-576A-4-2phi prim=23 deg C=17.6 kPa446943767.313882.06820.22352181.30.180.33
86-576A-5-4phi prim=21 deg C=29.8 kPa15200931.511298.52020.08215027.00.160.41
86-576A-5-4phi prim=21 deg C=29.8 kPa263381702.511189.93310.12024445.90.190.36
86-576A-5-4phi prim=21 deg C=29.8 kPa374752764.011081.64750.16435680.70.250.35
86-576A-5-4phi prim=21 deg C=29.8 kPa487664908.01117660.237582141.00.300.31